suppose the beam doesn't carry too much load say in the roof framing or deck that the cope dont affect the strength of the beam, i can draft it in autocad as mention but how can i prove that the dimensions on the autocad that given is true? thanks ^^
WHAT IS THE USE OF GROUT THAT USUALLY FOUND UNDER THE BASE PLATE OF THE COLUMN? AND WHY IT IS ALWAYS NON SHRINK? IS THERE ANY OTHER TYPES OF GROUT? THANKS
Could anyone help me in the Block out in the column? i don't know what it looks and it uses. hope anyone could give me some pics of block out with column. thanks